Evidence map›Paper›PMID 38473576›Full record

ArticleMaterials (Basel, Switzerland)2024

Load Capacity of Screw Anchor Installed in Concrete Substrate Reinforced with Steel Fibers Depending on Fiber Content.

Kazimierz Konieczny, Daniel Dudek, Alfred Kukiełka

Open access · goldAbstract read
In one paragraph

Article in Materials (Basel, Switzerland), 2024. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 1 paper.

0numbers the graph read from it
0cells of the map it votes in
1citing papers in PubMed
0.5field-weighted citation impact, top 38% of its field
1 · What the graph read from it

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

The trial behind it

Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.

Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

1 citing paper in PubMed, 2 citations in OpenAlex.

  1. Article
4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

3 authors at 1 institution in 1 country.

Kazimierz KoniecznyBuilding Research Institute (ITB), ul. Filtrowa 1, 00-611 Warsaw, Poland.
Daniel DudekBuilding Research Institute (ITB), ul. Filtrowa 1, 00-611 Warsaw, Poland.ORCID 0000-0002-0063-3954
Alfred KukiełkaBuilding Research Institute (ITB), ul. Filtrowa 1, 00-611 Warsaw, Poland.ORCID 0000-0003-2470-0223
Instytut Techniki Budowlanej · PL

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

Pull-out strength tests conducted on screw anchors in uncracked concrete substrates of the C25/30 class are presented in this article. The destructive force for anchor-concrete fasting was tested, and in the next step, the average pull-out strengths of screw anchors in concrete substrates with and without the addition of steel fiber were determined. Currently, the pull-out strengths of anchors in fiber-reinforced concrete substrates are defined as for unreinforced concrete substrates. Therefore, pull-out tests were performed for screw anchors in fiber-reinforced concrete substrates. Fiber contents of 10, 20, 30, and 50 kg/m

Indexed as

concretedestructive loadfiber reinforcementmechanical propertiesnon-cracked concrete substratepull-out strengthpull-out testscrew anchor

Identifiers

PMID38473576
PMCPMC10934117
OpenAlexW4392239829

What OpenQuestion holds

Textmetadata
LicenceCC BY
Read underepoch 390

Registered trials

None linked

Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.